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Analytical method for the assessment of unreinforced brick masonry walls subjected to eccentric compressive loads

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10.1016/j.conbuildmat.2014.09.105
 
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Bernat Masó, ErnestMés informacióMés informacióMés informació
Gil Espert, LluísMés informacióMés informacióMés informació
Roca Fabregat, PedroMés informacióMés informacióMés informació
Document typeArticle
Defense date2014-12-30
Rights accessOpen Access
Attribution-NonCommercial-NoDerivs 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain
Abstract
Slender unreinforced masonry walls are likely to fail due to mechanism formation when they are subjected to eccentric compression loads causing second order bending effects. A practical analytical formulation is herein presented to provide an accurate calculation tool for these cases. The proposed method is compared with Eurocode-6, ACI-530, Southwell Plot method (semi empiric), a Finite Element Analysis and experimental tests. The results show that the proposed method and ACI-530 are accurate at calculating the load-bearing capacity of the most slender walls and the less slender cases respectively. The Southwell Plot method achieves the best performance although its applicability is limited.
CitationBernat, E., Gil, L., Roca, P. Analytical method for the assessment of unreinforced brick masonry walls subjected to eccentric compressive loads. "Construction & building materials", 30 Desembre 2014, vol. 73, p. 180-186. 
URIhttp://hdl.handle.net/2117/85699
DOI10.1016/j.conbuildmat.2014.09.105
ISSN0950-0618
Publisher versionhttp://www.sciencedirect.com/science/article/pii/S0950061814011210
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  • Departament d'Enginyeria Civil i Ambiental - Articles de revista [2.851]
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  • LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials - Articles de revista [78]
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